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Volumn 6, Issue 2, 2014, Pages 464-478

Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh

Author keywords

Adobe; Fiber reinforced polymer (FRP); Fiberglass mesh; Finite element method; Masonry walls; Nonlinear analysis; Retrofit; Seismic vulnerability

Indexed keywords

FIBERS; FINITE ELEMENT METHOD; GLASS FIBERS; MASONRY CONSTRUCTION; MORTAR; NONLINEAR ANALYSIS; REINFORCEMENT; RETAINING WALLS; SEISMOLOGY; STIFFNESS; WALLS (STRUCTURAL PARTITIONS);

EID: 84899532315     PISSN: None     EISSN: 20734360     Source Type: Journal    
DOI: 10.3390/polym6020464     Document Type: Article
Times cited : (15)

References (12)
  • 4
    • 84865841883 scopus 로고
    • The John A. Blume Earthquake Engineering Center, Department of Civil Engineering, Stanford University: Stanford, CA, USA
    • Tolles, L.E.; Krawinkler, H. Seismic Studies on Small-Scale Models on Adobe Houses. The John A. Blume Earthquake Engineering Center, Department of Civil Engineering, Stanford University: Stanford, CA, USA, 1990.
    • (1990) Seismic Studies on Small-Scale Models on Adobe Houses
    • Tolles, L.E.1    Krawinkler, H.2
  • 5
    • 84899549852 scopus 로고
    • Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages, ASTM E519-02; American Society for Testing Materials (ASTM): West Conshohocken, PA, USA
    • Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages, ASTM E519-02; American Society for Testing Materials (ASTM): West Conshohocken, PA, USA, 1981.
    • (1981)
  • 6
    • 67651216057 scopus 로고    scopus 로고
    • Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites
    • Lignola, G.P.; Prota, A.; Manfredi, G. Nonlinear analyses of tuff masonry walls strengthened with cementitious matrix-grid composites. J. Compos. Constr. 2009, 13, 243-251.
    • (2009) J. Compos. Constr. , vol.13 , pp. 243-251
    • Lignola, G.P.1    Prota, A.2    Manfredi, G.3
  • 7
    • 78650883026 scopus 로고    scopus 로고
    • Strengthening the structural behavior of adobe walls through the use of plaster reinforcement mesh
    • Turanli, L.; Saritas, A. Strengthening the structural behavior of adobe walls through the use of plaster reinforcement mesh. Constr. Build. Mater. 2001, 25, 1747-1752.
    • (2001) Constr. Build. Mater. , vol.25 , pp. 1747-1752
    • Turanli, L.1    Saritas, A.2
  • 9
    • 84855565185 scopus 로고    scopus 로고
    • User's Manual release 9.4.3; (accessed on 13 February 2014).
    • Manie, J.; Kikstra, W.P. DIANA Finite Element Analysis: User's Manual release 9.4.3; Available online: https://support.tnodiana.com/manuals/d943/Diana.html (accessed on 13 February 2014).
    • DIANA Finite Element Analysis
    • Manie, J.1    Kikstra, W.P.2
  • 10
    • 84871543933 scopus 로고    scopus 로고
    • Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behavior of masonry walls
    • Lignola, G.P.; Prota, A.; Manfredi, G. Numerical investigation on the influence of FRP retrofit layout and geometry on the in-plane behavior of masonry walls. J. Compos. Constr. 2012, 16, 712-723.
    • (2012) J. Compos. Constr. , vol.16 , pp. 712-723
    • Lignola, G.P.1    Prota, A.2    Manfredi, G.3
  • 11
    • 84881086953 scopus 로고    scopus 로고
    • Rocking response assessment of in-plane laterally-loaded masonry walls with openings
    • Parisi, F.; Lignola, G.P.; Augenti, N.; Prota, A.; Manfredi, G. Rocking response assessment of in-plane laterally-loaded masonry walls with openings. Eng. Struct. 2013, 56, 1234-1248.
    • (2013) Eng. Struct. , vol.56 , pp. 1234-1248
    • Parisi, F.1    Lignola, G.P.2    Augenti, N.3    Prota, A.4    Manfredi, G.5
  • 12
    • 81855187121 scopus 로고    scopus 로고
    • Nonlinear behavior of a masonry sub-assemblage before and after strengthening with inorganic matrix-grid composites
    • Parisi, F.; Lignola, G.P.; Augenti, N.; Prota, A.; Manfredi, G. Nonlinear behavior of a masonry sub-assemblage before and after strengthening with inorganic matrix-grid composites. J. Compos. Constr. 2011, 15, 821-832.
    • (2011) J. Compos. Constr. , vol.15 , pp. 821-832
    • Parisi, F.1    Lignola, G.P.2    Augenti, N.3    Prota, A.4    Manfredi, G.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.